Seismic Fragility and Confidence Bounds for Gravity Load Designed Reinforced Concrete Frames of Varying Height-Reference-Cited by-同舟云学术

Seismic Fragility and Confidence Bounds for Gravity Load Designed Reinforced Concrete Frames of Varying Height

Published:2008-04 Issue:4 Volume:134 Page:639-650
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ramamoorthy Sathish K.¹²³,Gardoni Paolo¹²³,Bracci Joseph M.¹²³

Affiliation:

1. Ph.D. Candidate, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

2. Assistant Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

3. Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282008%29134%3A4%28639%29

Reference17 articles.

1. ACI. (2005). “Building code requirements for structural concrete and commentary.” ACI-318 American Concrete Institute Farmington Hills Mich.

2. ASCE. (2002). “Minimum design loads for buildings and other structures.” ASCE 7-02 Reston Va.

3. Seismic resistance of reinforced concrete frame structures designed for gravity loads: Performance of structural system;Bracci J. M.;ACI Struct. J.,1995

4. Measures of Structural Safety Under Imperfect States of Knowledge

5. FEMA. (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” Rep. No. FEMA-356 Federal Emergency Management Agency Washington D.C.

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